Shallotte

The Division of Water Resources (DWR) provides the data contained within this Local Water Supply Plan (LWSP) as a courtesy and service to our customers. DWR staff does not field verify data. Neither DWR, nor any other party involved in the preparation of this LWSP attests that the data is completely free of errors and omissions. Furthermore, data users are cautioned that LWSPs labeled PROVISIONAL have yet to be reviewed by DWR staff. Subsequent review may result in significant revision. Questions regarding the accuracy or limitations of usage of this data should be directed to the water system and/or DWR.

1. System Information

Contact Information

Incomplete

Water System Name: Shallotte   PWSID: 04-10-025
Mailing Address:PO Box 2287
Shallotte, NC 28459		Ownership:Municipality
 
Contact Person:Debra WhiteTitle:Development & Regulatory Compli
Phone:910-754-4032Cell/Mobile:--
 
Secondary Contact:Bowman Design & Engineerin Phone:910-443-2082
Mailing Address:1010 Central Ave
Burlington, NC 27215		Cell/Mobile:--
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-12" 10.00 %
Ductile Iron 6-8" 1.00 %
Polyvinyl Chloride 6-12" 89.00 %
What are the estimated total miles of distribution system lines?   20 Miles
How many feet of distribution lines were replaced during 2002?   0 Feet
How many feet of new water mains were added during 2002?   4,500 Feet
How many meters were replaced in 2002?   0
How old are the oldest meters in this system?   30 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   168
What is this system's finished water storage capacity?   0.0000 Million Gallons
Has water pressure been inadequate in any part of the system since last update? Line breaks that were repaired quickly should not be included.   Yes
Programs
Does this system have a program to work or flush hydrants?   Yes, 12 Months or more
Does this system have a valve exercise program?   No, None
Does this system have a cross-connection program?   Yes
Does this system have a program to replace meters?   No
Does this system have a plumbing retrofit program?   No
Does this system have an active water conservation public education program?   No
Does this system have a leak detection program?   No
Water Conservation
What type of rate structure is used?   Flat
How much reclaimed water does this system use?   0.0000 MGD   For how many connections?   0
Does this system have an interconnection with another system capable of providing water in an emergency?   No

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
Shallotte River (09-4)0 %
County(s)% of Service Population
Brunswick0 %
What was the year-round population served in 2002?   1,617
Has this system acquired another system since last report?   
Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 789 0.1290 0 0.0000
Commercial 308 0.0750 0 0.0000
Industrial 2 0.0040 0 0.0000
Institutional 2 0.0100 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0000 MGD

After initial review of plan and further discussion it appears there may be an error between monthly-metered calculations and the amount of purchased water.

3. Water Supply Sources

Monthly Withdrawals & Purchases
Average Daily
Use (MGD)		 Max Day
Use (MGD)		 Average Daily
Use (MGD)		 Max Day
Use (MGD)		 Average Daily
Use (MGD)		 Max Day
Use (MGD)
Jan 0.1960 0.0000 May 0.2000 0.0000 Sep 0.2380 0.0000
Feb 0.1840 0.0000 Jun 0.2450 0.0000 Oct 0.2100 0.0000
Mar 0.1690 0.0000 Jul 0.3000 0.0000 Nov 0.2090 0.0000
Apr 0.1540 0.0000 Aug 0.2660 0.0000 Dec 0.2070 0.0000

Maximum day use unavailable. Some monthly use was estimated. All billings are calculated bimonthly. After initial review of plan and further discussion it appears there may be an error between monthly-metered calculations and the amount of purchased water.

Water Purchases From Other Systems
Seller PWSID Average
Daily Purchased
(MGD)		 Days
Used		 Contract Required to
comply with water
use restrictions?		 Pipe Size(s)
(Inches)		 Use
Type
MGD Expiration Recurring
Brunswick Co 04-10-045 0.2290 365 0.3000 24" Regular

After initial review of plan and further discussion it appears there may be an error between monthly-metered calculations and the amount of purchased water.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0610 May 0.0800 Sep 0.0680
Feb 0.0700 Jun 0.0470 Oct 0.0640
Mar 0.1490 Jul 0.1640 Nov 0.0750
Apr 0.1200 Aug 0.0750 Dec 0.1430

How many sewer connections does this system have?   1,097
How many water service connections with septic systems does this system have?   0
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   Yes

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 1,617 2,005 2,606 3,387
Seasonal Population 0 0 0 0
 
Residential 0.1290 0.1600 0.2080 0.2700
Commercial 0.0750 0.0930 0.1210 0.1570
Industrial 0.0040 0.0050 0.0060 0.0080
Institutional 0.0100 0.0120 0.0160 0.0210
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for 0.0110 0.0140 0.0180 0.0230
Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.0000 0.0000 0.0000 0.0000
Purchases 0.3000 0.3000 0.3000 0.3000
Future Supplies 0.0000 0.0000 0.0000
Total Available Supply (MGD) 0.3000 0.3000 0.3000 0.3000
Service Area Demand 0.2290 0.2840 0.3690 0.4790
Sales 0.0000 0.0000 0.0000 0.0000
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.2290 0.2840 0.3690 0.4790
Demand as Percent of Supply 76% 95% 123% 160%

The purpose of the above chart is to show a general indication of how the long-term per capita water demand changes over time. The per capita water demand may actually be different than indicated due to seasonal populations and the accuracy of data submitted. Water systems that have calculated long-term per capita water demand based on a methodology that produces different results may submit their information in the notes field.

Your long-term water demand is 80 gallons per capita per day. What demand management practices do you plan to implement to reduce the per capita water demand (i.e. conduct regular water audits, implement a plumbing retrofit program, employ practices such as rainwater harvesting or reclaimed water)? If these practices are covered elsewhere in your plan, indicate where the practices are discussed here.    

Are there other demand management practices you will implement to reduce your future supply needs?   

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   

How does the water system intend to implement the demand management and supply planning components above?   

Shallotte will reach >80% Demand as Percent of Supply in 2010. As of this time, a specific plan to address the demand exceedance has not been submitted.

Additional Information

Has this system participated in regional water supply or water use planning?  No

What major water supply reports or studies were used for planning?  N/A

Please describe any other needs or issues regarding your water supply sources, any water system deficiencies or needed improvements (storage, treatment, etc.) or your ability to meet present and future water needs. Include both quantity and quality considerations, as well as financial, technical, managerial, permitting, and compliance issues:   

The Division of Water Resources (DWR) provides the data contained within this Local Water Supply Plan (LWSP) as a courtesy and service to our customers. DWR staff does not field verify data. Neither DWR, nor any other party involved in the preparation of this LWSP attests that the data is completely free of errors and omissions. Furthermore, data users are cautioned that LWSPs labeled PROVISIONAL have yet to be reviewed by DWR staff. Subsequent review may result in significant revision. Questions regarding the accuracy or limitations of usage of this data should be directed to the water system and/or DWR.